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The truss column is designed for compression and bending.
Motion at the tibial defect was measured in compression and bending loads.
These indicate reasonably good estimates of the buckling loads for axial compression and bending loading.
The method has been previously developed for predicting compression and bending resistances in isolation.
Arches resist general loading by a combination of axial compression and bending actions.
The quadristability of the mechanism originates from combined compression and bending of the beam structures.
The bistability of the mechanism originates from combined compression and bending of the beam structures.
Tests are carried out on the specimens under axial compression and bending.
Arch ribs are concrete filled steel tubes (CFT) which have high resistance against compression and bending.
The resistance criterion of members in combined compression and bending is analysed.
Reinforced concrete (RC) columns are in general subjected to combination of axial compression and bending loads.
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